1826479dwg03of05_STRUC2.pdf
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- Attached to
- Design-Bid-Build, USCG Offshore Patrol Cutters (OPC) Homeport Pier, Naval Station Newport, Newport RI
- Solicitation number
- N4008526R0001
About this file
This is a comprehensive design and construction documentation package for the USCG OCR Homeport Initiative OPC Pier project at Naval Station Newport, Rhode Island. The document set contains architectural, structural, civil, mechanical, electrical, geotechnical, and survey drawings totaling over 240 sheets organized by discipline.
The project involves the construction of a new operations pier facility with associated infrastructure at Naval Station Newport. Key structural components include 36-inch diameter concrete-filled steel pipe piles (approximately 200+ piles specified), bulkhead construction and repair (S45N and S45S bulkheads), a new pier deck structure at elevation 13.00 feet with mooring bollards, fender pile systems (approximately 402 fender piles specified), utility trenches with removable precast concrete covers, and mechanical/electrical enclosures. The pier extends approximately 1,000+ linear feet with varying water depths and soil conditions requiring differentiated pile lengths and specifications. Demolition work includes removal of existing Pier 1 structures and selective bulkhead modifications. The drawings specify soil conditions including estuarine deposits, glacial till, and highly weathered rock at depths varying from -85 to -130 feet NAVD88. Supporting infrastructure includes air compressor enclosures, switchgear vaults, stair platforms, and comprehensive utility systems (potable water, sanitary sewer, electrical conduit, compressed air). The document set provides detailed specifications for pile schedules with individual cutoff elevations and estimated pile tip elevations for each location, mooring arrangements, fender systems, and site-specific construction sequencing requirements.
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Text version
Approved by Frank Cole USCG MASI
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
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T H
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IN
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E R
IN
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S Y
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S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
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E N
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IN
E E
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06 FEB 2026
LCDR Samuel Newton ROICC
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:3 :1
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12936571
CHG HBF
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
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A V
A L
S T
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GENERAL SHEET INDEX
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
1 G-001 12936570 TITLE SHEET
2 G-002 12936571 INDEX OF DRAWINGS - SHEET 1 OF 2
3 G-003 12936572 INDEX OF DRAWINGS - SHEET 2 OF 2
4 G-004 12936573 GENERAL ABBREVIATIONS
5 G-101 12936574 OVERVIEW EXISTING SITE CONTROLS
6 G-102 12936575 GENERAL SITE PLAN
7 G-103 12936576 GENERAL ARRANGEMENT PLAN
8 G-104 12936577 GENERAL ARRANGEMENT SECTION
9 G-105 12936578 CONTRACTOR ACCESS ROUTE PLAN
10 G-106 12936579 MOORING ARRANGEMENT PLAN
11 G-107 12936580 BATHYMETRIC SURVEY PLAN
LIST OF SHEETS
GEOTECHNICAL SHEET INDEX
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
23 B-101 12936592 ESTIMATED TOP OF WEATHERED ROCK CONTOUR PLAN
24 B-601 12936593 SOIL BORING LOGS - SHEET 1 OF 6
25 B-602 12936594 SOIL BORING LOGS - SHEET 2 OF 6
26 B-603 12936595 SOIL BORING LOGS - SHEET 3 OF 6
27 B-604 12936596 SOIL BORING LOGS - SHEET 4 OF 6
28 B-605 12936597 SOIL BORING LOGS - SHEET 5 OF 6
29 B-606 12936598 SOIL BORING LOGS - SHEET 6 OF 6
STRUCTURAL SHEET INDEX
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
50 S-001 12936619 STRUCTURAL ABBREVIATION (BASE BID)
51 S-002 12936620 STRUCTURAL GENERAL NOTES - SHEET 1 OF 2 (BASE BID)
52 S-003 12936621 STRUCTURAL GENERAL NOTES - SHEET 2 OF 2 (BASE BID)
53 S-004 12936622 STRUCTURAL DESIGN LOADS AND STANDARD DETAILS - SHEET 1 OF 2
54 S-005 12936623 STRUCTURAL DESIGN LOADS AND STANDARD DETAILS - SHEET 2 OF 2
55 SD001 12936624 STRUCTURAL DEMOLITION NOTES (BASE BID)
56 SD101 12936625 OVERALL STRUCTURAL DEMOLITION PLAN (BASE BID)
57 SD102 12936626 PIER 1 DEMOLITION PLAN
58 SD103 12936627 S45N BULKHEAD DEMOLITION PLAN
59 SD104 12936628 S45S BULKHEAD DEMOLITION PLAN (BASE BID)
60 SD201 12936629 S45N BULKHEAD DEMOLITION ELEVATION
61 SD202 12936630 TEMPORARY SHEETING BULKHEAD ELEVATION
62 SD301 12936631 TYPICAL SECTION FOR PIER 1 DEMOLITION (BASE BID)
63 SD302 12936632 TYPICAL SECTION FOR BULKHEAD DEMOLITION
64 SD303 12936633 SECTION OF DEMOLITION AT S45N BULKHEAD (BASE BID)
65 SD501 12936634 MISCELLANEOUS DEMOLITION DETAILS
66 SD601 12936635 PIER 1 AND S45N BULKHEAD DEMOLITION PHOTOGRAPHS (BASE BID)
67 SD602 12936636 S45N BULKHEAD DEMOLITION PHOTOGRAPHS (BASE BID)
68 S-101 12936637 OVERALL BULKHEAD PLAN (BASE BID)
69 S-102 12936638 GENERAL DECK PLAN
70 S-103 12936639 PILE PLAN - SHEET 1 OF 7
71 S-104 12936640 PILE PLAN - SHEET 2 OF 7
72 S-105 12936641 PILE PLAN - SHEET 3 OF 7
73 S-106 12936642 PILE PLAN - SHEET 4 OF 7
74 S-107 12936643 PILE PLAN - SHEET 5 OF 7
75 S-108 12936644 PILE PLAN - SHEET 6 OF 7
76 S-109 12936645 PILE PLAN - SHEET 7 OF 7
77 S-110 12936646 FRAMING PLAN - SHEET 1 OF 7
78 S-111 12936647 FRAMING PLAN - SHEET 2 OF 7
79 S-112 12936648 FRAMING PLAN - SHEET 3 OF 7
80 S-113 12936649 FRAMING PLAN - SHEET 4 OF 7
81 S-114 12936650 FRAMING PLAN - SHEET 5 OF 7
82 S-115 12936651 FRAMING PLAN - SHEET 6 OF 7
83 S-116 12936652 FRAMING PLAN - SHEET 7 OF 7
84 S-117 12936653 CONCRETE PLANKS PLAN - SHEET 1 OF 7
85 S-118 12936654 CONCRETE PLANKS PLAN - SHEET 2 OF 7
86 S-119 12936655 CONCRETE PLANKS PLAN - SHEET 3 OF 7
87 S-120 12936656 CONCRETE PLANKS PLAN - SHEET 4 OF 7
88 S-121 12936657 CONCRETE PLANKS PLAN - SHEET 5 OF 7
89 S-122 12936658 CONCRETE PLANKS PLAN - SHEET 6 OF 7
90 S-123 12936659 CONCRETE PLANKS PLAN - SHEET 7 OF 7
91 S-124 12936660 DECK PLAN - SHEET 1 OF 7
92 S-125 12936661 DECK PLAN - SHEET 2 OF 7
93 S-126 12936662 DECK PLAN - SHEET 3 OF 7
94 S-127 12936663 DECK PLAN - SHEET 4 OF 7
95 S-128 12936664 DECK PLAN - SHEET 5 OF 7
96 S-129 12936665 DECK PLAN - SHEET 6 OF 7
97 S-130 12936666 DECK PLAN - SHEET 7 OF 7
98 S-131 12936667 FENDER PILE PLAN - SHEET 1 OF 6
99 S-132 12936668 FENDER PILE PLAN - SHEET 2 OF 6
STRUCTURAL SHEET INDEX
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
100 S-133 12936669 FENDER PILE PLAN - SHEET 3 OF 6
101 S-134 12936670 FENDER PILE PLAN - SHEET 4 OF 6
102 S-135 12936671 FENDER PILE PLAN - SHEET 5 OF 6
103 S-136 12936672 FENDER PILE PLAN - SHEET 6 OF 6
104 S-137 12936673 DECK DRAINAGE PLAN - SHEET 1 OF 2
105 S-138 12936674 DECK DRAINAGE PLAN - SHEET 2 OF 2
106 S-201 12936675 PIER SOUTHERN ELEVATION - SHEET 1 OF 3
107 S-202 12936676 PIER SOUTHERN ELEVATION - SHEET 2 OF 3
108 S-203 12936677 PIER SOUTHERN ELEVATION - SHEET 3 OF 3
109 S-204 12936678 PIER NORTHERN ELEVATION - SHEET 1 OF 3
110 S-205 12936679 PIER NORTHERN ELEVATION - SHEET 2 OF 3
111 S-206 12936680 PIER NORTHERN ELEVATION - SHEET 3 OF 3
112 S-207 12936681 REPAIRED S45N BULKHEAD ELEVATION & PIER 1 SECTION
113 S-208 12936682 S45S BULKHEAD ELEVATION (BASE BID)
114 S-301 12936683 PIER LONGITUDINAL SECTIONS - SHEET 1 OF 2
115 S-302 12936684 PIER LONGITUDINAL SECTIONS - SHEET 2 OF 2
116 S-303 12936685 PIER ABUTMENT & APPROACH SLAB LONGITUDINAL SECTION
117 S-304 12936686 LONGITUDINAL SECTIONS AT UTILITY TRENCH
118 S-305 12936687 LONGITUDINAL SECTION CROSS UTILITY TRENCH AT ABUTMENT
119 S-306 12936688 PIER ABUTMENT & UTILITY TRENCH TRANSVERSE SECTION
120 S-307 12936689 PIER TRANSVERSE SECTIONS - SHEET 1 OF 5
121 S-308 12936690 PIER TRANSVERSE SECTIONS - SHEET 2 OF 5
122 S-309 12936691 PIER TRANSVERSE SECTIONS - SHEET 3 OF 5
123 S-310 12936692 PIER TRANSVERSE SECTIONS - SHEET 4 OF 5
124 S-311 12936693 PIER TRANSVERSE SECTIONS - SHEET 5 OF 5
125 S-401 12936694 ABUTMENT & LANDSIDE FRAMING PART PLAN
126 S-402 12936699 OUTBOARD SUBSTATION PART PLAN
127 S-403 12936700 INBOARD SUBSTATION PART PLAN
128 S-404 12936697 S45S BULKHEAD PART PLAN & SECTION (BASE BID)
129 S-501 12936698 TURBIDITY CURTAIN NOTES & DETAILS (BASE BID)
130 S-502 12936699 PILE DETAILS - CONCRETE-FILLED STEEL PIPE PILES
131 S-503 12936704 PILE DETAILS - STEEL PILES
132 S-504 12936701 CONCRETE PILE CAP DETAILS - SHEET 1 OF 3
133 S-505 12936706 CONCRETE PILE CAP DETAILS - SHEET 2 OF 3
134 S-506 12936703 CONCRETE PILE CAP DETAILS - SHEET 3 OF 3
135 S-507 12936708 REINFORCED BOLLARD FOUNDATION DETAILS
136 S-508 12936705 REINFORCEMENT DETAILS FOR CONCRETE BLOCKOUT AT BENT 43 - SHEET 1 OF 2
137 S-509 12936706 REINFORCEMENT DETAILS FOR CONCRETE BLOCKOUT AT BENT 43 - SHEET 2 OF 2
138 S-510 12936707 CONCRETE DUCTBANK REINFORCEMENT DETAILS
139 S-511 12936708 REINFORCEMENT DETAILS
140 S-512 12936709 CONCRETE BEAM DETAILS
141 S-513 12936710 TYPICAL PIER DUCTBANK DETAILS
142 S-514 12936711 LANDSIDE PIPE PILES CONNECTION DETAILS
143 S-515 12936712 PRECAST CONCRETE PLANK DETAILS
144 S-516 12936713 CONDUITS AND FITTINGS AT EXPANSION JOINT
145 S-517 12936714 PRECAST MANHOLE DETAILS
146 S-518 12936715 UTILITY TRENCH COVER DETAILS
147 S-519 12936716 FENDER SYSTEM DETAILS - SHEET 1 OF 2
148 S-520 12936717 FENDER SYSTEM DETAILS - SHEET 2 OF 2
149 S-521 12936718 PIPE SUPPORT DETAILS
150 S-522 12936719 MISCELLANEOUS SECTIONS & DETAILS - SHEET 1 OF 2
151 S-523 12936720 MISCELLANEOUS SECTIONS & DETAILS - SHEET 2 OF 2
152 S-524 12936721 S45N BULKHEAD MODIFICATION DETAILS - SHEET 1 OF 2
153 S-525 12936722 S45N BULKHEAD MODIFICATION DETAILS - SHEET 2 OF 2
154 S-526 12936723 S45S BULKHEAD DETAILS - SHEET 1 OF 3 (BASE BID)
155 S-527 12936724 S45S BULKHEAD DETAILS - SHEET 2 OF 3 (BASE BID)
156 S-528 12936725 S45S BULKHEAD DETAILS - SHEET 3 OF 3 (BASE BID)
157 S-529 12936730 AIR COMPRESSOR FOUNDATION & STEEL FRAME PART PLAN
158 S-530 12936727 AIR COMPRESSOR DETAILS
159 S-531 12936728 AIR COMPRESSOR FOUNDATION DETAILS
160 S-532 12936729 AIR COMPRESSOR STAIRS ACCESS DETAILS - SHEET 1 OF 2
161 S-533 12936730 AIR COMPRESSOR STAIRS ACCESS DETAILS - SHEET 2 OF 2
162 S-534 12936731 15KV SWITCHGEAR STRUCTURE DETAILS
163 S-601 12936732 STEEL PILE SCHEDULE
164 S-602 12936733 FENDER PILE SCHEDULE - SHEET 1 OF 2
165 S-603 12936734 FENDER PILE SCHEDULE - SHEET 2 OF 2
DREDGE SHEET INDEX
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
30 CN101 12936599 OVERALL DREDGING PLAN (BASE BID)
31 CN301 12936600 DREDGING SECTIONS - SHEET 1 OF 3 (BASE BID)
32 CN302 12936601 DREDGING SECTIONS - SHEET 2 OF 3 (BASE BID)
33 CN303 12936602 DREDGING SECTIONS - SHEET 3 OF 3 (BASE BID)
HAZARDOUS MATERIALS SHEET INDEX
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
12 H-101 12936581 HAZARDOUS MATERIALS NOTES & PLAN
CIVIL SHEET INDEX
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
34 C-001 12936603 CIVIL LEGEND, ABBREVIATIONS & GENERAL NOTES (BASE BID)
35 C-002 12936604 GENERAL NOTES (BASE BID)
36 CD101 12936605 SITE DEMOLITION PLAN (BASE BID)
37 CD102 12936606 UTILITY DEMOLITION PLAN - PIER 1 LAND SIDE (BASE BID)
38 C-101 12936607 SITE PLAN (BASE BID)
39 C-102 12936608 UTILITY PLAN - PIER 1 LAND SIDE (BASE BID)
40 C-103 12936613 COMPOSITE UTILITY LAYOUT PLAN - PIER 1 LANDSIDE (BASE BID)
41 C-201 12936610 UTILITY PROFILES - SHEET 1 OF 2
42 C-202 12936611 UTILITY PROFILES - SHEET 2 OF 2 (BASE BID)
43 C-501 12936612 EROSION CONTROL NOTES & DETAILS (BASE BID)
44 C-502 12936613 SITE DETAILS - SHEET 1 OF 6 (BASE BID)
45 C-503 12936614 SITE DETAILS - SHEET 2 OF 6
46 C-504 12936615 SITE DETAILS - SHEET 3 OF 6
47 C-505 12936616 SITE DETAILS - SHEET 4 OF 6
48 C-506 12936617 SITE DETAILS - SHEET 5 OF 6
49 C-507 12936618 SITE DETAILS - SHEET 6 OF 6
SURVEY SHEET INDEX
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
13 V-001 12936582 CODDINGTON COVE EXISTING CONDITIONS OVERVIEW
14 V-101 12936583 EXISTING CONDITIONS - PIER 2 LANDSIDE
15 V-102 12936584 EXISTING CONDITIONS - PIER 1 LANDSIDE
16 V-103 12936585 EXISTING CONDITIONS - RETENTION POND
17 V-104 12936586 EXISTING CONDITIONS - NOAA BUILDING
18 V-105 12936587 EXISTING CONDITIONS - PIER 1 SHEET 1 OF 5
19 V-106 12936588 EXISTING CONDITIONS - PIER 1 SHEET 2 OF 5
20 V-107 12936589 EXISTING CONDITIONS - PIER 1 SHEET 3 OF 5
21 V-108 12936590 EXISTING CONDITIONS - PIER 1 SHEET 4 OF 5
22 V-109 12936591 EXISTING CONDITIONS - PIER 1 SHEET 5 OF 5
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C R
IP
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D A
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A P
P R
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
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M E
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DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
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E N
G
IN
E E
R
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O L K
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AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:3 :1
P
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A u to d e s k D o c s /2
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12936572
CHG HBF
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
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T, R
I N
A V
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S T
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IO
N
N E
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JWJ
NEK
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A M
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O N
R O
A D
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G -0
ELECTRICAL SHEET INDEX
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
190 E-001 12936759 ELECTRICAL LEGEND, ABBREVIATIONS & GENERAL NOTES
191 E-101 12936760 ELECTRICAL DECK PLAN - SHEET 1 OF 7
192 E-102 12936761 ELECTRICAL DECK PLAN - SHEET 2 OF 7
193 E-103 12936762 ELECTRICAL DECK PLAN - SHEET 3 OF 7
194 E-104 12936763 ELECTRICAL DECK PLAN - SHEET 4 OF 7
195 E-105 12936764 ELECTRICAL DECK PLAN - SHEET 5 OF 7
196 E-106 12936765 ELECTRICAL DECK PLAN - SHEET 6 OF 7
197 E-107 12936766 ELECTRICAL DECK PLAN - SHEET 7 OF 7
198 E-108 12936767 ELECTRICAL SITE PLAN - PIER 2
199 E-109 12936768 ELECTRICAL SITE PLAN - PIER 1
200 E-110 12936769 ELECTRICAL SITE PLAN - NOAA BUILDING
201 E-111 12936770 ELECTRICAL SITE PLAN - BUILDING 76
202 E-112 12936771 CATHODIC PROTECTION PILE PLAN
203 E-113 12936772 GROUNDING PLAN - PIER WEST
204 E-114 12936773 GROUNDING PLAN - PIER EAST
205 E-115 12936774 LIGHTNING PROTECTION PLAN - PIER WEST
206 E-116 12936775 LIGHTNING PROTECTION PLAN - PIER EAST
207 E-401 12936776 SUBSTATION P1W PART PLAN & ELEVATION
208 E-402 12936777 SUBSTATION P1E PART PLAN & ELEVATION
209 E-403 12936778 SUBSTATION GROUNDING PART PLANS
210 E-404 12936779 SUBSTATION P1W VAULT PART PLAN & ELEVATION
211 E-405 12936780 SUBSTATION P1E VAULT PART PLAN & ELEVATION
212 E-501 12936781 MANHOLE & DUCTBANK DETAILS
213 E-502 12936782 15KV SWITCHGEAR STRUCTURE DETAILS
214 E-503 12936783 POWER MOUND DETAILS - SHEET 1 OF 2
215 E-504 12936784 POWER MOUND DETAILS - SHEET 2 OF 2
216 E-505 12936785 METERING SYSTEM DETAILS - SHEET 1 OF 3
217 E-506 12936786 METERING SYSTEM DETAILS - SHEET 2 OF 3
218 E-507 12936787 METERING SYSTEM DETAILS - SHEET 3 OF 3
219 E-508 12936788 LUMINAIRE SCHEDULE & DETAILS
220 E-509 12936789 HIGH MAST LIGHTING DETAILS
221 E-510 12936790 SUBSTATION P1E SWITCHGEAR ELEVATIONS
222 E-511 12936791 SUBSTATION P1W SWITCHGEAR ELEVATIONS
223 E-512 12936792 MISCELLANEOUS DETAILS - SHEET 1 OF 2
224 E-513 12936793 MISCELLANEOUS DETAILS - SHEET 2 OF 2
225 E-514 12936794 HEAT TRACE CABINET & DETAILS
226 E-601 12936795 PRIMARY & DEMOLITION ONE LINE DIAGRAM
227 E-602 12936796 PIER ONE LINE DIAGRAM - EAST
228 E-603 12936797 PIER ONE LINE DIAGRAM - WEST
229 E-604 12936798 COMMUNICATIONS ONE LINE DIAGRAM
230 E-605 12936799 MANHOLE SCHEDULE & FOLDOUT DIAGRAMS
231 E-606 12936800 MINI POWER CENTER PANEL SCHEDULES
232 E-607 12936801 SWITCHGEAR BREAKER CONTROL DIAGRAM
233 E-608 12936802 HEAT TRACE ONE LINE DIAGRAM & SCHEDULES
234 E-609 12936803 LIGHTING CONTROL DIAGRAMS
235 E-610 12936804 SUBSTATION P1E SWITCHGEAR SCHEDULE
236 E-611 12936805 SUBSTATION P1W SWITCHGEAR SCHEDULE
237 E-612 12936806 SUBSTATION P1E PANEL SCHEDULES
238 E-613 12936807 SUBSTATION P1W PANEL SCHEDULES
239 E-614 12936808 FEEDER SCHEDULE - SHEET 1 OF 2
240 E-615 12936809 FEEDER SCHEDULE - SHEET 2 OF 2
MECHANICAL SHEET INDEX
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
166 M-001 12936735 MECHANICAL LEGEND, ABBREVIATIONS & GENERAL NOTES
167 M-101 12936736 MECHANICAL PLAN - SHEET 1 OF 7
168 M-102 12936737 MECHANICAL PLAN - SHEET 2 OF 7
169 M-103 12936738 MECHANICAL PLAN - SHEET 3 OF 7
170 M-104 12936739 MECHANICAL PLAN - SHEET 4 OF 7
171 M-105 12936740 MECHANICAL PLAN - SHEET 5 OF 7
172 M-106 12936741 MECHANICAL PLAN - SHEET 6 OF 7
173 M-107 12936742 MECHANICAL PLAN - SHEET 7 OF 7
174 M-301 12936743 MECHANICAL LONGITUDINAL SECTIONS - SHEET 1 OF 2
175 M-302 12936744 MECHANICAL LONGITUDINAL SECTIONS - SHEET 2 OF 2
176 M-303 12936745 MECHANICAL TRANSVERSE SECTIONS
177 M-401 12936746 MECHANICAL COMPRESSED AIR ENCLOSURE - PART PLAN
178 M-402 12936747 REDUCED PRESSURE BACKFLOW PREVENTER DETAILS
179 M-501 12936748 NORTHERN MECHANICAL ENCLOSURE DETAILS
180 M-502 12936749 SOUTHERN MECHANICAL ENCLOSURE DETAILS
181 M-503 12936750 PIER HEATED ENCLOSURE - SANITARY AND FRESH WATER
182 M-504 12936751 PIPE SUPPORT DETAILS - SHEET 1 OF 2
183 M-505 12936752 PIPE SUPPORT DETAILS - SHEET 2 OF 2
184 M-506 12936753 MECHANICAL ENCLOSURE VFD PUMP CONTROLLER DETAILS
185 M-601 12936754 MECHANICAL PIPE SCHEDULES
186 M-701 12936755 COMPRESSED AIR SCHEMATIC (BID OPTION)
187 M-702 12936756 COMPRESSED AIR HEAT RECOVERY SCHEMATIC
188 M-703 12936757 POTABLE FRESH WATER (FW) SCHEMATIC
189 M-901 12936758 MECHANICAL UTILITIES ISOMETRIC VIEWS
ELECTRICAL SUBSTATION 1 SHEET INDEX
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
241 ES101 12936810 ELECTRICAL SITE PLAN - SUBSTATION 1
242 ES102 12936811 SUBSTATION 1 PLAN VIEW
243 ES501 12936812 BREAKER 152-11 ELEVATION VIEW
244 ES601 12936813 SUBSTATION 1 SINGLE LINE DIAGRAM
245 ES602 12936814 BREAKER 152-11 SCHEMATIC DIAGRAM
246 ES603 12936815 BREAKER 152-11 DIGITAL CONTROL DIAGRAM
247 ES604 12936816 BREAKER 152-11 COMMUNICATIONS DIAGRAM
S Y
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D A
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A P
P
29303132333435363738394041
TOP OF PIER DECK
EL 13.00'
▽ MHW EL 1.62
▽ MLLW EL -2.12
LIFE RING, TYP
EMERGENCY LADDER, TYP
POLYMERIC FENDER
PILE, TYP
FFF, TYP
OUTBOARD SUBSTATION
125-TON MOORING
BOLLARD, TYP
36" DIA CONC-FILLED
STL PIPE PILE, TYP
M A
T C
H L
IN
E
S E
E A
S -2
APPROX SURFACE OF
ESTUARINE DEPOSITS.
SEE NOTE 1
CIP CONC
BEAM
EL 18.00'
APPROX HWR SURFACE
EL VARIES, MIN -100.59'.
SEE NOTE 1
RAISED UTIL
TRENCH CURB
APPROX MUDLINE.
SEE NOTE 1
25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 21' - 6" 21' - 6" 11' - 0" 25' - 0"
APPROX SURFACE OF
GLACIAL TILL.
SEE NOTE 1
1. SUBSURFACE PROFILES SHOWN ARE APPROXIMATE BASED ON LIMITED
GEOTECHNICAL DATA.
2. SEE ATTACHMENT A IN THE SPECIFICATIONS FOR ADDITIONAL INFORMATION
FOR EXISTING CONDITIONS.
GENERAL SHEET NOTES:
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:3
:4
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-201
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
TI
V
E O
P C
P
IE
R
P
IE
R S
O U
TH
E
R N
E
LE
V A
TI
O
N
S H
E E
T
O F
MJF
12936675
JZ SA
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
S -2
SCALE: 1/16" = 1'-0"
A2
PIER ELEVATION BENT 43 TO BENT 29 - SOUTH
1/16" = 1' - 0" 0 5' 10' 20' 30' 60'
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
1516171819202122232425262728
EL 13.00'
▽ MHW EL 1.62
▽ MLLW EL -2.12
FFF, TYP125-TON MOORING
BOLLARD, TYP
36" DIA CONC-FILLED
STL PIPE PILE,TYP
M A
T C
H L
IN
E
S E
E A
S -2
EMERGENCY
LADDER, TYP
M A
T C
H L
IN
E
S E
E A
S -2
POLYMERIC
FENDER PILE, TYP
APPROX SURFACE OF
ESTUARINE DEPOSITS.
SEE NOTE 1
CIP CONC
BEAM
APPROX HWR
SURFACE.
SEE NOTE 1
APPROX MUDLINE.
SEE NOTE 1
25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 11' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0"
APPROX SURFACE OF
GLACIAL TILL.
SEE NOTE 1
LIFE RING,
TYP
SEWER PIPE
SUPPORT,
TYP
1. SUBSURFACE PROFILES SHOWN ARE APPROXIMATE BASED ON LIMITED
GEOTECHNICAL DATA.
2. SEE ATTACHMENT A IN THE SPECIFICATIONS FOR ADDITIONAL INFORMATION
FOR EXISTING CONDITIONS.
GENERAL SHEET NOTES:
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:3
:4
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-202
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
TI
V
E O
P C
P
IE
R
P
IE
R S
O U
TH
E
R N
E
LE
V A
TI
O
N
S H
E E
T
O F
MJF
12936676
JZ SA
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
S -2
SCALE: 1/16" = 1'-0"
A2
PIER ELEVATION BENT 29 TO BENT 15 - SOUTH
1/16" = 1' - 0" 0 5' 10' 20' 30' 60'
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
34567891011121314
EL 13.00'
▽MHW EL 1.62
▽MLLW EL -2.12
INBOARD
SUBSTATION
LIFE RING, TYP
EMERGENCY
LADDER, TYP
POLYMERIC
FENDER PILE, TYP
FFF, TYP
125-TON MOORING
BOLLARD, TYP
36" DIA CONC-FILLED
STL PIPE PILE, TYP
M A
T C
H L
IN
E
S E
E A
S -2
30" DIA 3/4" THK
CONC-FILLED
STL PIPE PILE,
TYP
EXIST PZ35 PILE W/
TIP EL -29.00 ±
RAISED UTIL
TRENCH CURB
CIP CONC
BEAM
TOP OF EXIST CAP
CHANNEL, EL 11.0 ±
APPROX SURFACE OF
ESTUARINE DEPOSITS.
SEE NOTE 1
APPROX HWR
SURFACE. SEE
NOTE 1
APPROX MUDLINE.
SEE NOTE 1
SLOPE 6.7%
25' - 0" 25' - 0" 25' - 0" 11' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 21' - 6" 25' - 0" 25' - 0" 15' - 6" 18' - 0"
EXIST CONC DM W/
BATTER PILES
EXIST PZ32
SHT PILE
APPROX SURFACE OF
GLACIAL TILL.
SEE NOTE 1
MANHOLE,
TYP
HIGH-MAST
LIGHT POLE,
TYP
SEWER PIPE
SUPPORT,
TYP
SEE S-601 FOR
ESTIMATED HWR
EL AT LANDSIDE
1. SUBSURFACE PROFILES SHOWN ARE APPROXIMATE BASED ON LIMITED
GEOTECHNICAL DATA.
2. SEE ATTACHMENT A IN THE SPECIFICATIONS FOR ADDITIONAL INFORMATION
FOR EXISTING CONDITIONS.
3. BASE STEEL FRAMING FOR AC ENCLOSURE NOT SHOWN FOR CLARITY.
4. SEE NOTE 5 ON S-109 FOR PILE CONSTRUCTION WITHIN EXISTING RIPRAP.
5. SEE DRAINAGE DRAWINGS S-137 AND S-138 FOR LONGITUDINAL SLOPE,
TYPICAL.
GENERAL SHEET NOTES:
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:3
:4
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-203
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
TI
V
E O
P C
P
IE
R
P
IE
R S
O U
TH
E
R N
E
LE
V A
TI
O
N
S H
E E
T
O F
MJF
12936677
JZ SA
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
S -2
SCALE: 1/16" = 1'-0"
A2
PIER ELEVATION BENT 14 TO BENT 0 - SOUTH
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
29 30 31 32 33 34 35 36 37 38 39 40 41
EL 13.00'
42 43
▽MHW EL 1.62
▽MLLW EL -2.12
M A
T C
H L
IN
E
S E
E A
S -2
POLYMERIC
FENDER PILE, TYP
APPROX MUDLINE.
SEE NOTE 1
APPROX SURFACE OF
ESTUARINE DEPOSITS.
SEE NOTE 1
RAISED UTILITY
TRENCH CURB
LIFE RING,
TYP
125-TON MOORING
BOLLARD, TYP
FFF, TYP OUTBOARD
SUBSTATION
EMERGENCY
LADDER
25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"21' - 6"21' - 6"11' - 0"25' - 0"
APPROX SURFACE OF
GLACIAL TILL. SEE
NOTE 1
APPROX HWR SURFACE
EL VARIES, MIN -100.59'.
SEE NOTE 1
36" DIA CONC-FILLED
STL PIPE PILE, TYP
HIGH-MAST
LIGHT POLE, TYP
1. SUBSURFACE PROFILES SHOWN ARE APPROXIMATE BASED ON LIMITED
GEOTECHNICAL DATA.
2. SEE ATTACHMENT A IN THE SPECIFICATIONS FOR ADDITIONAL INFORMATION
FOR EXISTING CONDITIONS.
GENERAL SHEET NOTES:
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:3
:5
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-204
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
TI
V
E O
P C
P
IE
R
P
IE
R N
O R
TH
E
R N
E
LE
V A
TI
O
N
S H
E E
T
O F
MJF
12936678
JZ SA
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
S -2
1/16" = 1' - 0"
0 5' 10' 20' 30' 60'
SCALE: 1/16" = 1'-0"
A2
PIER ELEVATION BENT 29 TO BENT 43 - NORTH
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
15 16 17 18 19 20 21 22 23 24 25 26 27 28 29
EL 13.00'
▽MHW EL 1.62
▽MLLW EL -2.12
M A
T C
H L
IN
E
S E
E A
S -2
POLYMERIC
FENDER PILE, TYP
APPROX MUDLINE.
SEE NOTE 1
APPROX SURFACE OF
ESTUARINE DEPOSITS.
SEE NOTE 1
APPROX HWR SURFACE,
SEE NOTE 1
125-TON MOORING
BOLLARD, TYP
FFF, TYP EMERGENCY
LADDER
36" DIA CONC-FILLED
STL PIPE PILE, TYP
25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"
APPROX SURFACE OF
GLACIAL TILL. SEE
NOTE 1
25' - 0"
LIFE RING,
TYP
SEWER PIPE
SUPPORT,
TYP
1. SUBSURFACE PROFILES SHOWN ARE APPROXIMATE BASED ON LIMITED
GEOTECHNICAL DATA.
2. SEE ATTACHMENT A IN THE SPECIFICATIONS FOR ADDITIONAL INFORMATION
FOR EXISTING CONDITIONS.
GENERAL SHEET NOTES:
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:3
:5
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-205
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
TI
V
E O
P C
P
IE
R
P
IE
R N
O R
TH
E
R N
E
LE
V A
TI
O
N
S H
E E
T
O F
MJF
12936679
JZ SA
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
S -2
SCALE: 1/16" = 1'-0"
A2
PIER ELEVATION BENT 15 TO BENT 29 - NORTH
1/16" = 1' - 0" 0 5' 10' 20' 30' 60'
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
3 4 5 6 7 8 9 10 11 12 13 14
EL 13.00'
▽ MHW EL 1.62
▽ MLLW EL -2.12
0 1 2
EXIST PZ32 PILE
POLYMERIC
FENDER PILE, TYP
FFF, TYP 125-TON MOORING
BOLLARD, TYP
36" DIA CONC-FILLED
STL PIPE PILE, TYP
INBOARD SUBSTATION
M A
T C
H L
IN
E
S E
E A
S -2
30" DIA 3/4" THK
CONC-FILLED
STL PIPE PILE,
TYP
EXIST PZ35 PILE
W/ TIP EL -29.00 +/-
RAISED UTILITY
TRENCH CURB
CIP CONC
BEAM
MANHOLE,
TYP
APPROX SURFACE OF ESTUARINE
DEPOSITS. SEE NOTE 1
APPROX HWR
SURFACE. SEE
NOTE 1
APPROACH SLAB
APPROX MUDLINE.
SEE NOTE 1
SLOPE 6.7%
25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"21' - 6"25' - 0"25' - 0"15' - 6"18' - 0"
APPROX SURFACE OF GLACIAL
TILL. SEE NOTE 1
EXIST CONC DM
W/ BATTER PILES
25' - 0"
SEWER PIPE
SUPPORT, TYP
SEE S-601 FOR
ESTIMATED HWR
EL AT LANDSIDE
1. SUBSURFACE PROFILES SHOWN ARE APPROXIMATE BASED ON LIMITED
GEOTECHNICAL DATA.
2. SEE ATTACHMENT A IN THE SPECIFICATIONS FOR ADDITIONAL INFORMATION
FOR EXISTING CONDITIONS.
3. BASE STEEL FRAMING FOR AC ENCLOSURE NOT SHOWN FOR CLARITY.
4. SEE NOTE 5 ON S-109 FOR PILE CONSTRUCTION WITHIN EXISTING RIPRAP.
5. SEE DRAINAGE DRAWINGS S-137 AND S-138 FOR LONGITUDINAL SLOPE,
TYPICAL.
GENERAL SHEET NOTES:
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:3
:5
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-206
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
TI
V
E O
P C
P
IE
R
P
IE
R N
O R
TH
E
R N
E
LE
V A
TI
O
N
S H
E E
T
O F
MJF
12936680
JZ SA
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
S -2
SCALE: 1/16" = 1'-0"
A2
PIER ELEVATION BENT 0 TO BENT 14 - NORTH
1/16" = 1' - 0" 0 5' 10' 20' 30' 60'
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
BOT P/C PLANK EL 7.50'
TOP OF SHT PILE REPAIR EL 5.00' (MIN)
EXIST STL SHT PILE TOP EL 4.00'
CL EXIST TIE
RODS EL 3.00' ±
TOP OF STL SHT PILE REPAIR,
TOP OF LANDING EL 10.00
APPROX RIPRAP BOT EL -12.00' ±
SEE NOTE 1
APPROX MUDLINE TOP EL -14.00' ±
SEE NOTE 1
NAVD88
EL 0.00'
A
F
TOP OF LANDING
EL 10.00'
▽MHW EL 1.62
▽MLLW EL -2.12
C PIERL
4' - 0"
A' B.1 B.8 C.3 D.9
ELEC
DUCTBANK,
TYP
HEADWALL TOP EL
7.00
5' - 11 1/2" 3' - 2 1/2" 8' - 6"
TOP EL OF STL PIPE
PILE, 6.50, TYP
0+400+300+200+10STA BK 0+00 0+50 0+60 0+70 0+80 0+90
S-525
A1 STL SHT PILE
REPAIR AT
BULKHEAD, TYP
STL SHT PILE
REPAIR AT CONC
HEADWALL, TYP
S-525 B3
TYP
1' - 0"
TYP
1' - 8"
2' - 0" 8' - 9 1/2"
T Y
P
S-525 A1
S-524 A1
EXIST STL SHT PILE BULKHEAD
REPAIR
LIMIT OF STL
SHT PILE
EXIST CONC OUTFALL,
INVERT EL 1.60 ±
REPAIR LIMIT OF STL SHT PILE
8"
S-525 B1
1' - 6"
5'
4"
S-512 A1
3' - 9" 9' - 6" 5' - 3 1/2" 5' - 7" 5' - 1"
3" C
LR
2" C
LR
3" C
LR
5' - 11 1/2" 11' - 0 1/2" 3' - 4"
1/4
18" LONG
18" LONG
TYP @ BF
EL 7.00' (MAX)
2"
T Y
P 2"
2"
10 1/2" ±
TYP
6"
T Y
P 7"
2"
D.9C.3B.8B.1A'
14' - 6" 10' - 11 1/2" 8' - 2 1/2" 22' - 5 1/2" 13' - 6" 6' - 6"
4' - 9" ±
1. SUBSURFACE PROFILES SHOWN ARE APPROXIMATE BASED ON LIMITED
GEOTECHNICAL DATA.
NOTES:
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:3
:5
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-207
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
TI
V
E O
P C
P
IE
R
R E
P A
IR
E
D S
N
B U
LK
H
E A
D E
LE
V
A
TI
O N
P
IE
R
S
E C
TI
O
N
MJF
12936681
JZ KCJ
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
S -2
SCALE: 1/4" = 1'-0" (S-130)
A2
S45N REPAIRED BULKHEAD ELEVATION & PIER 1 SECTION
1/4" = 1' - 0" 0 5' 10' 15'1'
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
▽MHW EL 1.62
▽MLLW EL -2.12
END POINT
CONNECTION TO
EXIST BULKHEAD
S45N
END POINT TIE IN
AT S50 BULKHEAD
APPROX. GROUNDLINE
EL -9.00
15" RCP OUTFALL
SACRIFICIAL
ANODES, TYP
WALE AND C
OF TIE ROD EL 5.00'
WALE AND C
OF TIE ROD EL 3.00'
TOP OF CAP CHANNEL
TIP EL -31.00'
STL BENT PLATE AT OUTFALL
EL 12.0 TOP OF CAP CHANNEL
L L
290' - 0"±
75' - 2" 106' - 1"±
TRANSITION FROM EL 11.0 TO 12.0
29' - 11 1/2" 78' - 10 1/2"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:3
:5
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-208
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
TI
V
E O
P C
P
IE
R
S
S B
U
LK
H E
A D
E
LE
V A
TI
O
N
B A
S E
B
ID
JZ
12936682
MJF KCJ
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
S -2
1" = 10'
0 5' 10' 40'20'
1. SACRIFICIAL ANODES TO BE INSTALLED ON BOTH SIDES
OF STEEL SHEET PILE BULKHEAD. ANODES TO BE
INSTALLED FOR EVERY THREE PAIRS OF STEEL SHEETING.
2. PROVIDE MINIMUM 3" CONTINUITY WELD AT THE TOP OF
EACH SHEET PILE KNUCKLE.
NOTES:
SCALE: 3/32" = 1'-0" (S-404)
B2
ELEVATION BULKHEAD S45S
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
NAVD88
EL 0.00'
394041
TOP OF PIER DECK
EL 13.00'
BOT OF PILE CAP
EL 6.50'
▽MHW EL 1.62
▽MLLW EL -2.12
CIP CONC BEAM
(BEYOND)
36" DIA CONC-FILLED
STL PIPE PILE, TYP
1'-6 P/C CONC PLANK,
TYP
CIP CONC PILE CAP,
TYP
DECK DRAIN, TYP 10" CONC CURB,
TYP
125 TON MOORING BOLLARD, TYP CIP CONC TOPPING
SLAB, 11" THK MAX,
TYP
UTIL TRENCH DRAIN,
TYP
ELEC MH
(BEYOND)
2"HX6"W SCUPPER
@6'-0" OC, TYP
25' - 0" 25' - 0" 25' - 0" 25' - 0"
( , , , )S-117S-110 S-124S-103
6'-9" LONG DECK
DRAIN, TYP
NAVD88
EL 0.00'
303132333435
TOP OF PIER DECK
EL 13.00'
BOT OF PILE CAP
EL 6.50'
▽MHW EL 1.62
▽MLLW EL -2.12
RAISED UTIL TRENCH EL 14.50'
LAT TRENCH
BEAM, TYP
CIP CONC BEAM
(BEYOND)
36" DIA CONC-FILLED
STL PIPE PILE
(BEYOND), TYP
CIP CONC PILE
CAP, TYP
1'-6 P/C CONC
PLANK, TYP
TOP EL 10.50'
LAT TRENCH SLAB
CIP CONC TOPPING SLAB,
11" THK MAX, TYP6" CONC PAD
( , , , )S-118S-111
5" EJ
S-512
B3
TYP
ELEC MH (BEYOND)
S-125S-104
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:3
:0
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-301
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
TI
V
E O
P C
P
IE
R
P
IE
R L
O N
G
IT
U D
IN
A
L S
E C
TI
O
N S
S
H E
E T
O
F
MJF
12936683
JZ KM
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
S -3
SCALE: 3/16" = 1'-0"
C2
PIER SECTION BETWEEN BENTS 43 & 39
SCALE: 3/16" = 1'-0"
A2
PIER SECTION AT RAISED UTILITY TRENCH & EXPANSION JOINT
3/16" = 1' - 0" 0 5' 10' 20'
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
NOTES:
1. SEE DRAINAGE DRAWINGS S-137 AND S-138 FOR
LONGITUDINAL SLOPE, TYPICAL.
TOP OF LANDING EL 10.00
BOT OF PILE CAP
CONC HEADWALL TOP EL 7.00
TOP OF FINISHED GRADE
CONC ABUT BEAM BOT
BOT OF PILE CAP
ABUT BOT, EL 4.50
NAVD88
EL 0.00'
TOP OF PIER DECK
EL 13.00'
BOT OF PILE CAP
EL 6.50'
▽MHW EL 1.62
▽MLLW EL -2.12
CIP CONC BEAM
(BEYOND), TYP
36" ⌀ CONC-FILLED
STL PIPE PILE
(BEYOND), TYP
10" CONC CURB, TYP
CIP CONC PILE CAP, TYP
1'-6 P/C CONC
PLANK, TYP
125 TON MOORING
BOLLARD, TYP
CIP CONC TOPPING SLAB
EL 3.50
8"
8" TYP
2"Hx6"W SCUPPER
@ 6'-0" OC, TYP
( , , , )S-122S-115 S-129S-108
SLOPE 6.7%
LEGEND:
EXISTING FILL
EXISTING ESTUARINE DEPOSIT
EXISTING GLACIAL TILL
EXISTING AASHTO #57
CONSOLIDATED CRUSHED STONE
NAVD88
EL 0.00'
▽MHW EL 1.62
▽MLLW EL -2.12
A3 S-306
C3 S-311
CIP CONC BEAM
(BEYOND), TYP
36" ⌀ CONC-FILLED
STL PIPE PILE
(BEYOND), TYP
CIP CONC
PILE CAP, TYP
1'-6" P/C CONC
PLANK, TYP
EXIST 18"
RCP SD
EXIST TIE ROD
EXIST CONC
DEADMAN
EXIST STL
BP, TYP
EXIST SHT PILE
BULKHEAD
1'-6" THK
APPROACH SLAB
EXIST 30" DIA
STL PIPE PILE
18' - 0" 21' - 0"
5' - 0"
EL 10.00
EL 5.50
EL 3.50
CJ, TYP
APPROX SURFACE
FOR RIP RAP, SEE
NOTE 1.
APPROX SURFACE FOR
ESTUARINE DEPOSIT,
SEE NOTE 1.
APPROX SURFACE
FOR GLACIAL TILL,
SEE NOTES 1 & 2.
CIP CONC TOPPING
SLAB, 11" THK MAX, TYP
BITUMINOUS CONC PVMT,
SEE CIVIL DWGS
EXIST TIE ROD
CONC
HEADWALL
REPAIR
SEE
A2 S-506
A1
S-524
STL SHT
CONNECTED TO
EXIST STL PIPE
PILE AT EACH
SIDE.
30" DIA 3/4" THK CONC-FILLED
STL PIPE PILE
EXIST RIP RAP, BOT
EL. -12.00 ±
EXIST RIPRAP 16' - 0" ±
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:3
:0
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-302
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
TI
V
E O
P C
P
IE
R
P
IE
R L
O N
G
IT
U D
IN
A
L S
E C
TI
O
N S
S
H E
E T
O
F
MJF
12936684
JZ KM
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
S -3
SCALE: 1/4" = 1'-0"
C2
PIER SECTION AT RAMP
SCALE: 1/4" = 1'-0" (S-109)
A2
PIER SECTION AT BULKHEAD & CONCRETE HEADWALL
1/4" = 1' - 0" 0 5' 10' 15'1'
NOTES:
1. SUBSURFACE PROFILES SHOWN ARE APPROXIMATE BASED
ON LIMITED GEOTECHNICAL DATA. SEE ATTACHMENT A FOR
ADDITIONAL INFORMATION ON AS-BUILT CONDITIONS.
2. SEE NOTE 5 ON S-109 FOR PILE CONSTRUCTION WITHIN
EXISTING RIPRAP.
3. SEE NOTE 6 ON DRAWING S-109.
4. SEE DRAINAGE DRAWINGS S-137 AND S-138 FOR
LONGITUDINAL SLOPE, TYPICAL.
, S-116, S-123, S-130)
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
BOT OF PILE CAP EL 3.50
STL SHT PILE, TOP EL 5.00
CONC ABUT BEAM
NAVD88
EL 0.00'
▽MHW EL 1.62
▽MLLW EL -2.12
EXIST TIE ROD
ANCHORAGE
APPROX GND LINE
SEE NOTE 1.
EXIST TIE ROD
CIP APPROACH SLAB
EXIST CONT
2-MC WALE
EXIST CONT
WALE
EXIST PZ32
SHT PILE,
EXIST CONT CONC
DEADMAN,
EXIST STL BP,
TYP
EXIST STL SHT PILE
DEADMAN (PZ35),
36" DIA CONC-FILLED
STL PIPE PILE
(BEYOND), TYP
30" DIA 3/4" THK
CONC-FILLED STL
PIPE PILE, TYP
24' - 3 1/2" ± 12' - 1 1/2" ±
21' - 0"
1'
6"
HDPE PILE JACKET
6" BITUMINOUS
PAVEMENT (2"
WEARING OVER 4"
BINDER COURSE)11
"M A
X 1'
6"
S-514 C3
18' - 0"15' - 6"
1' - 6"
2"
1' - 4"
4'
0"
C3 S-311
TOS 3.50' ±
EXIST SHT PILE
TIP
TIP EL -13.08 ±
TOP EL 1.50' ±
TOP EL 1.57' ±
EL -29.00' ±
CJ, TYP
EXIST RIP-RAP 16'-0"±
APPROX SURFACE
FOR GLACIAL TILL, SEE
NOTE 1.
APPROX SURFACE
FOR GLACIAL TILL,
SEE NOTES 1 & 2.
APPROX SURFACE
ESTUARINE DEPOSIT
BELOW FILLS, SEE
NOTE 1.
REPAIRED PZ35
SHT PILE TOP
EL 7.00' , TYP
A4 S-524
( , , )S-116 S-123 S-130
A1 S-512
EL -1.07' ±
EL 4.50'
EL 0.18' ±
5' - 0"
2' - 0"
TOP EL 7.00 ±
A2 S-506
ELEC
DUCTBANK
(BEYOND)
CIP BEAM
(BEYOND)
EXIST RIP RAP, BOT
EL. -12.00 ±
BOT EL 5.50
LEGEND:
EXISTING FILL
EXISTING ESTUARINE DEPOSIT
EXISTING HIGHLY WEATHERED
ROCK
EXISTING GLACIAL TILL
EXISTING AASHTO #57
CONSOLIDATED CRUSHED STONE
1. SUBSURFACE PROFILES SHOWN ARE APPROXIMATE BASED ON LIMITED
GEOTECHNICAL DATA.
2. SEE ATTACHMENT A IN THE SPECIFICATIONS FOR ADDITIONAL INFORMATION
FOR EXISTING CONDITIONS.
3. BASE STEEL FRAMING FOR AC ENCLOSURE NOT SHOWN FOR CLARITY.
4. SEE NOTE 5 ON S-109 FOR PILE CONSTRUCTION WITHIN EXISTING RIPRAP.
5. SEE DRAINAGE DRAWINGS S-137 AND S-138 FOR LONGITUDINAL SLOPE,
TYPICAL.
GENERAL SHEET NOTES:
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:3
:0
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-303
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
TI
V
E O
P C
P
IE
R
P
IE
R A
B U
TM
E
N T
A
P P
R O
A C
H S
LA
B
L O
N G
IT
U
D
IN
A L
S E
C
TI
O N
MJF
12936685
JZ KM
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
S -3
SCALE: 1/4" = 1'-0" (S-109)
A3
TYPICAL SECTION AT BULKHEAD
1/4" = 1' - 0" 0 5' 10' 15'1'
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
EL 13.00'
BOT OF PILE CAP
EL 6.50'
25' - 0" 25' - 0" 15' - 6" 18' - 0"
▽MHW EL 1.62
▽MLLW EL -2.12
125 TON MOORING
BOLLARD, TYP
EL 1.57' ±
REMOVABLE P/C UTIL
TRENCH COVER, TYP
30" DIA 3/4" THK
CONC-FILLED
STL PIPE PILE
(BEYOND), TYP
EXIST PZ35
STL SHT PILE
EXIST PZ32
STL SHT PILE
36" DIA CONC-FILLED
STL PIPE PILE (BEYOND), TYP
EXIST TIE ROD
TRENCH
DRAIN
EXIST RIPRAP
TOP OF LANDING EL 10.00'
1'
0"
EXIST SHT
PILE, TOP EL
4.00'
EXIST TIE ROD
(BEYOND)
ABUT PILE CAP,
BOT EL 2.50
1' - 2"
1. ANGLES AROUND PERIMETER OF REMOVABLE COVERS ARE NOT SHOWN FOR CLARITY.
2. SEE NOTE 5 ON S-109 FOR PILE CONSTRUCTION WITHIN EXISTING RIPRAP.
3. SEE DRAWING S-511 TO SLEEVE UTILITY PIPES THROUGH WALLS AT AND WITHIN UTILITY TRENCHES, TYPICAL.
4. SEE MECHANICAL DRAWING FOR MINIMUM CLEARANCE 3" FROM PIPING TO PILE CAP OPENING.
5. SEE DRAINAGE DRAWINGS S-137 AND S-138 FOR LONGITUDINAL SLOPE, TYPICAL.
GENERAL SHEET NOTES:
2'
0"
EL 5.50'
REMOVABLE 8" THK
CONC HEADWALL, TYP
5" TALL 5/8"
THK CONT
PL
3"
S-511 A1
6"
2'
6"
3'
6"
STL SLEEVE, TYP
T Y
P
2'
6"
TOP OF PIER DECK
EL 13.00'
BOT OF PILE CAP
EL 6.50'
▽MHW EL 1.62
▽MLLW EL -2.12
36" DIA CONC-FILLED
STL PIPE PILE (BEYOND), TYP
125 TON MOORING
BOLLARD,TYP
25' - 0"
BOT OF TRENCH SLAB EL 8.50'
REMOVABLE 8" THK CONC
HEADWALL (W/ 16" HEIGHT
1/2" THK STL PL AND BOLTS
AT THE TOP)
S-511 A1
5' - 6"
11" DIA STL SLEEVE
25' - 0"
TRENCH DRAIN, TYP
T Y
P
2'
6"
TYP
5' - 0"
REMOVABLE P/C UTIL
TRENCH COVER, TYP
11' - 0"
TRENCH DRAIN, TYP
S-511 A1
8' - 9"
SIM
S-507 A3
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:3
:0
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-304
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
TI
V
E O
P C
P
IE
R
LO
N
G
IT
U D
IN
A
L S
E C
TI
O
N S
A T
U
TI
LI
TY
T R
E N
C H
MJF
12936686
JZ KM
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
S -3
SCALE: 1/4" = 1'-0" (S-108)
A3
UTILITY TRENCH SECTION ALONG RAMP
SCALE: 1/4" = 1'-0" (S-103)
C1
END OF TRENCH SECTION
SCALE: 1/4" = 1'-0" (S-104)
C4
TYPICAL TRENCH SECTION
SCALE: 1/4" = 1'-0" (S-104)
C3
TYPICAL TRENCH SECTION AT EXPANSION JOINT
1/4" = 1' - 0" 0 5' 10' 15'1'
, S-304)
, S-115, S-122, S-129)
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
UTIL TRENCH BOT
NAVD88
EL 0.00'
▽MHW EL 1.62
▽MLLW EL -2.12
18' - 0"
30" DIA 3/4" THK
CONC-FILLED STL
PIPE PILE, TYP
EXIST RIPRAP
AT BULKHEAD
TOP EL 5.00 ±.
SEE NOTE 1,
TYP.
36" DIA CONC-FILLED STL PIPE PILE
(BEYOND), TYP
FACE OF PILE CAP
(BEYOND)
5' - 0" 1' - 2" 10' - 6" 6' - 10" 2"
EXIST
PZ32 SHT
PILE
17' - 10"
BIT CONC
EXIST CONC DM
EXIST STL BP
EXIST DM SHT
PILE,
3' - 6" 10' - 0"
1'
0"
1'
6"
APPROACH SLAB
EXIST TIE ROD
EXIST TIE ROD
FORM AROUND EXIST
TIE ROD W/ 4 3/4" THK
CLOSED-CELL FOAM
APPROX SURFACE FOR
GLACIAL TILL, SEE
NOTE 1.
APPROX SURFACE FOR
HWR, SEE NOTES 1 &2.
APPROX SURFACE FOR
RIP RAP, SEE NOTE 1.
( , , , )S-116 S-123
EL 3.50
S-511 C1
S-511 A1
2'
0"
EXIST PZ35
SHT PILE
PVC WATERSTOP
6"
3"
S-109 S-130
EXIST RIP RAP, BOT
EL. -12.00 ±
STL SLEEVES, TYP
LEGEND:
EXISTING FILL
EXISTING ESTUARINE DEPOSIT
EXISTING HIGHLY WEATHERED
ROCK
EXISTING GLACIAL TILL
EXISTING AASHTO #57
CONSOLIDATED CRUSHED STONE
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:3
:1
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-305
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
TI
V
E O
P C
P
IE
R
LO
N
G
IT
U D
IN
A
L S
E C
TI
O
N C
R O
S S
U
TI
LI
TY
T R
E N
C H
A T
A B
U
TM
E N
T
MJF
12936687
JZ KM
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
S -3
SCALE: 1/4" = 1'-0"
A3
SECTION THROUGH UTILITY TRENCH AT ABUTMENT
1/4" = 1' - 0" 0 5' 10' 15'1'
GENERAL SHEET NOTES:
1. SUBSURFACE PROFILES SHOWN ARE APPROXIMATE BASED
ON LIMITED GEOTECHNICAL DATA. SEE ATTACHMENT A FOR
ADDITIONAL INFORMATION ON AS-BUILT CONDITIONS.
2. L ANGLES AROUND PERIMETER OF REMOVABLE COVERS
NOT SHOWN FOR CLARITY.
3. SEE NOTE 5 ON S-109 FOR PILE CONSTRUCTION WITHIN
EXISTING RIPRAP.
4. SEE DRAWING S-511 TO SLEEVE UTILITY PIPES THROUGH
WALLS AT AND WITHIN UTILITY TRENCHES, TYPICAL.
5. SEE DRAINAGE DRAWINGS S-137 AND S-138 FOR
LONGITUDINAL SLOPE, TYPICAL. S
Y M
D E
S C
R
IP
TI
O
N D
A
TE
A P
P
ABUT PILE CAP, BOT EL 4.50'
FINISH GRADE, TOP EL 10.00
CL TIE ROD, EL 3.00 ±
UTIL TRENCH SLAB BOT EL 2.50
APPROACH SLAB, BOT EL 8.50
NAVD88
EL 0.00'
F
▽MHW EL 1.62
▽MLLW EL -2.12
T Y
P
1' - 0"
A' B.1 B.8 C.3 D.9
5'
6"
EXIST
18" RCP
CIP CONC CAP
EXIST TIE
ROD, TYP
EL 3.00 ±
S-503 C3
EXIST TIE ROD, TYP
APPROX SURFACE
ESTUARINE DEPOSIT
BELOW FILLS, SEE
NOTES 1.
APPROX SURFACE FOR
GLACIAL TILL, SEE
NOTES 1.
APPROX SURFACE
FOR HWR, SEE
NOTES 1.
S-503 A1
30" DIA 3/4" THK
CONC-FILLED
STL PIPE PILE,
TYP
4 3/4" THK CLOSED-
CELL FOAM
( , , )S-116 S-123 S-130
S-503 A1
3' - 11" 14' - 6" 10' - 11 1/2" 8' - 2 1/2" 22' - 5 1/2" 13' - 5"
T Y
P 3"
T Y
P 9"
6 1/4" ±
1' - 2"
2' - 7 1/4"
1' - 6 3/4"
1'
0" 3'
6"
3' - 0"
A4 S-511
TYP
S-506 A2
EXIST TIE ROD
SEE FOR REINF
DETAILS.
SLOPE SLOPE SLOPESLOPE
1. SUBSURFACE PROFILES SHOWN ARE APPROXIMATE BASED ON LIMITED
GEOTECHNICAL DATA.
2. SEE ATTACHMENT A IN THE SPECIFICATIONS FOR ADDITIONAL INFORMATION
FOR EXISTING CONDITIONS.
3. SEE NOTE 5 ON S-109 FOR PILE CONSTRUCTION WITHIN EXISTING RIPRAP.
4. SEE DRAINAGE DRAWINGS S-137 AND S-138 FOR TRANSVERSE SLOPE,
TYPICAL.
GENERAL SHEET NOTES:
LEGEND:
EXISTING FILL
EXISTING ESTUARINE DEPOSIT
EXISTING HIGHLY WEATHERED
ROCK
EXISTING GLACIAL TILL
AASHTO #57 CONSOLIDATED
CRUSHED STONE
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:3
:1
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-306
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
TI
V
E O
P C
P
IE
R
P
IE
R A
B U
TM
E
N T
U
TI
LI
TY
T
R E
N C
H T
R A
N S
V E
R S
E S
E C
TI
O
N
MJF
12936688
JZ KM
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
S -3
SCALE: 1/4" = 1'-0" (S-109)
A3
PIER ABUTMENT SECTION
1/4" = 1' - 0" 0 5' 10' 15'1'
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
TOP OF PILE CAP
TOP OF PILE CAP
ABEF
TOP OF PIER DECK
EL 13.00'
BOT OF PILE CAP
EL 6.50'
▽MHW EL 1.62
▽MLLW EL -2.12
CD
6' - 6" 11' - 9" 14' - 6" 14' - 6" 14' - 6" 11' - 9" 6' - 6"
SLOPE
10" CONC CURB, TYP
CIP CONC BEAM, TYP
CIP CONC PILE
CAP (BEYOND)
1'-6" P/C CONC
PLANK, TYP
C POLYMERIC FENDER
PILE, TYP SEE
FOR DETAILS
L C PIER
L S-519
CIP CONC SUBSTATION
PLATFORM WALL
7' - 0" 22' - 0 3/4"
EL 18.00 EL 18.00
10 1/2" 20' - 5" 9"
12' - 10" 12' - 10" 10' - 1"
CJ, TYP
CIP SUBSTATION WALL,
TYP
5'-0"Wx4'-0"H CIP BEAM
(BEYOND), TOP EL 8.50
1" NON-SHRINK GROUT, TYP
CIP CONC TOPPING SLAB,
THK VAR
8" HEAVY DUTY SLEEVED
DECK DRAIN WITH FRAME
AND GRATE, TYP
EL 18.03
( , , , )S-110 S-117
1' - 0" TYP
EL 18.04
S-103 S-124
6' - 2 1/4"
3'
6" T
Y P
SLOPESLOPE SLOPE
ABEF
TOP OF PIER DECK
EL 13.00'
BOT OF PILE CAP
EL 6.50'
▽MHW EL 1.62
C
▽MLW EL -1.97
D
SLOPE
10" CONC CURB, TYP
UTIL TRENCH OPNG IN
PILE CAP, TYP
SLOPE
CIP CONC BEAM, TYP
1'-6" P/C CONC
PLANK, TYP
C POLYMERIC FENDER
PILE, TYP SEE
FOR DETAILS
1" NON-SHRINK GROUT,
TYP
12" THK REMOVABLE
P/C UTIL TRENCH
COVER, TYP
L C PIER
S-519
FFF, TYP
6' - 6" 11' - 9" 14' - 6" 14' - 6" 14' - 6" 11' - 9" 6' - 6"
CIP CONC TOPPING
SLAB, THK VAR
GUARD POST,
TYP
3' - 0" 8' - 9" 3' - 6"
L
80' - 0"
CJ, TYP
TRENCH DRAIN, TYP
CIP CONC PILE
CAP (BEYOND)
S-111 S-118
T Y
P 1'
0"
6" CONC PAD 6" CONC PAD
S-104( , , , )S-125
S-522
B1
SLOPE SLOPE
GENERAL SHEET NOTES:
1. PREFABRICATED SWITCH GEAR HOUSE ENCLOSURE
NOT SHOWN FOR CLARITY.
2. SEE DRAWING S-### FOR ADDITIONAL DETAILS FOR
SUBSTATION.
3. STEEL ANGLES AROUND PERIMETER OF REMOVABLE
COVERS NOT SHOWN FOR CLARITY.
4. SEE DRAINAGE DRAWINGS S-137 AND S-138 FOR
TRANSVERSE SLOPE, TYPICAL.
S-402
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:3
:1
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-307
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
TI
V
E O
P C
P
IE
R
P
IE
R T
R A
N S
V E
R S
E S
E C
TI
O
N S
S
H E
E T
O
F
MJF
12936689
JZ KM
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
S -3
SCALE: 1/4" = 1'-0"
C3
SECTION AT PILE CAP BETWEEN BENT LINES 43 & 42
SCALE: 1/4" = 1'-0"
A3
SECTION BETWEEN BENT LINES 34 & 33
1/4" = 1' - 0"
0 5' 10' 15'1'
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
ABEF
EL 13.00'
BOT OF PILE CAP
EL 6.50'
▽MHW EL 1.62
▽MLLW EL -2.12
C
SLOPE SLOPE
CIP CONC BEAM, TYP
CIP CONC
TOPPING SLAB,
THK VARIES
1" NON-SHRINK GROUT, TYP
18" CONC
CURB, TYP
1'-6" P/C CONC
PLANK, TYP
L C PIER GUARD POST, TYP
7' - 8" 4' - 8" 4' - 5" 3' - 0" 11' - 6" 3' - 0" 33' - 5" 4' - 8" 7' - 8"
1' - 0" 2' - 8"
1' - 0"
1' - 0" 2' - 8"
1' - 0"
80' - 0"
10" CONC CURB,
TYP
C POLYMERIC FENDER
PILE, TYP SEE
FOR DETAILS
REMOVABLE P/C
UTIL TRENCH
COVER,
TYP
L S-519
D
6' - 6" 11' - 9" 14' - 6" 14' - 6" 14' - 6" 11' - 9" 6' - 6"
CJ, TYPMECHANICAL UTILITY
TRENCH
MECHANICAL
UTILITY TRENCH
(S-111, S-124, S-131)S-111 S-118 S-125
COND AT PILE
CAP (BEYOND),
TYP6'-9" LONG
DECK DRAIN
(BEYOND), TYP
SLOPE SLOPE
ABEF
TOP OF PIER DECK
EL 13.00'
BOT OF PILE CAP
EL 6.50'
▽MHW EL 1.62
▽MLLW EL -2.12
C
SLOPE
10" CONC
CURB,
TYP
UTIL TRENCH OPNG
IN PILE CAP, TYP
TYP
8"BEARING
SLOPE
CIP CONC BEAM, TYP
CIP CONC PILE
CAP (BEYOND),
TYP
1'-6" P/C CONC
PLANK, TYP
C POLYMERIC FENDER
PILE, TYP. SEE
FOR DETAILS
1" NON-SHRINK GROUT, TYP
REMOVABLE P/C UTIL
TRENCH COVER, TYP
L C PIER
L
8" HEAVY DUTY
SLEEVED DECK
DRAIN WITH FRAME
AND GRATE, TYP
16' - 9" 3' - 0" 11' - 6" 3' - 0"
1' - 0"
4' - 0"
80' - 0"
8' - 9" 3' - 0" 4' - 0" 1' - 0"
36" DIA CONC-FILLED
STL PIPE PILE
(BEYOND), TYP
ELEC
DUCTBANK, TYP
4'
0"
S-519
D
6' - 6" 11' - 9" 14' - 6" 14' - 6" 14' - 6" 11' - 9" 6' - 6"
CJ, TYP
CIP CONC TOPPING
SLAB, THK VAR
( , , )S-111 S-118 S-125
11' - 6" 3' - 0" 11' - 6" 3' - 0"
SLOPESLOPE
GENERAL SHEET NOTES:
1. L ANGLES AROUND PERIMETER OF REMOVABLE
COVERS NOT SHOWN FOR CLARITY.
2. SEE DRAINAGE DRAWINGS S-137 AND S-138 FOR
TRANSVERSE SLOPE, TYPICAL.
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:3
:1
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-308
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
TI
V
E O
P C
P
IE
R
P
IE
R T
R A
N S
V E
R S
E S
E C
TI
O
N S
S
H E
E T
O
F
MJF
12936690
JZ KM
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
S -3
SCALE: 1/4" = 1'-0" (S-104)
A3
TYPICAL SECTION THROUGH RAISED UTILITY TRENCH
SCALE: 1/4" = 1'-0" (S-104)
C3
TYPICAL PIER SECTION
1/4" = 1' - 0" 0 5' 10' 15'1'
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
EL 13.00'
BOT OF PILE CAP
EL 6.50'
▽MHW EL 1.62
▽MLLW EL -2.12
1" NON-SHRINK
GROUT, TYP
10" CONC CURB,
TYP
UTIL TRENCH OPNG
IN PILE CAP, TYP
POLYMERIC FENDER
PILE, TYP SEE S-524
FOR DETAILS
C
7' - 0"23' - 0"50' - 0"
SIDE MOUNTED
HNDRL, TYP
S-519
CLL C PIER
1'-6" P/C CONC
PLANK, TYP
CIP CONC
TOPPING SLAB
CIP CONC BEAM,
TYP
CIP CONC PILE
CAP
36" DIA
CONC-FILLED STL
PIPE PILE, TYP
6' - 6" 11' - 9" 14' - 6" 14' - 6"
D
14' - 6" 11' - 9" 6' - 6"
19' - 9 1/2" 3' - 2 1/2"
EL 18.00
EL 18.00
EL 18.08EL 18.08
1'
1"
SLOPE SLOPE SLOPESLOPE
ABEF
TOP OF PIER DECK
EL 13.00'
BOT OF PILE CAP
EL 6.50'
▽MHW EL 1.62
▽MLLW EL -2.12
C
6' - 6" 11' - 9" 14' - 6" 14' - 6" 14' - 6" 11' - 9" 6' - 6"
CIP CONC BEAM, TYP
3' - 0" 11' - 6" 3' - 0" 11' - 6" 14' - 6" 3' - 0" 8' - 9"
LATERAL
TRENCH
L C PIER
8' - 0" 8' - 9"
P/C LAT UTIL
TRENCH COVER
8' - 0"
10" CONC CURB,
TYP
POLYMERIC FENDER
PILE, TYP SEE S-524
FOR DETAILS
CL
S-519
D
80' - 0"
TYP
3' - 6"
1'
8"
T Y
P
2'
3"
T Y
P 8"
T Y
P
1'
6"
T Y
P
3'
0"
36" DIA
CONC-FILLED STL
PIPE PILE, TYP
S-512 A4
PIPE SUPPORT, TYP
SEE NOTE 3.
SLOPESLOPESLOPE SLOPE
GENERAL SHEET NOTES:
1. L ANGLES AROUND PERIMETER OF REMOVABLE
COVERS NOT SHOWN FOR CLARITY.
2. PREFAB ENCLOSURE NOT SHOWN FOR CLARITY.
3. SEE…
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